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'y` � < <br />gY 'G..OHANIAN,.,, <br />DATE ..... 9-8-1.4......... <br />SUBJECT ........................... <br />RACK DE�11dN & ENdINEERINd d0. <br />412 11E�T BROADWAY, �UTfE 204 SHEEf NO...........3............ <br />dLENDALE, dA. 91204 JOB NO....RD-1,7556 <br />TEL:(B1B)240-3810 FAX:(B18)240-3819 <br />UNIT "F-2" <br />500 #/ LEVEL <br />LOAO PER COL. = 3x_5 K_ 75 K <br />Z co� <br />P=.1 0�+ (.75Kx.75) =.66K <br />W=.1 p�+(.7$��%.67) _ .6 K <br />y= R �X4 x.6 =•07K BASE SHEAR <br />PER COIUMN <br />UNIT "G" <br />500 � LEVEL <br />LOAD PER COL. = 4x_5 K=� K <br />Z co� <br />P=.1 o�+(1Kx.75) =.85K <br />W=.1o�+���ix.67 )=.77K <br />�- RX�x4 x.77 =.09 K BASE SHEAR <br />PER COLUMN <br />UNIT "I" <br />200 /// LEVEL <br />1.0A0 PER COL. = Sx_20 K= 5 K <br />Z co� <br />P=.1 p�+(.5 Kx.75) =.47 K <br />W=.1 p�+(.S��x.67) _ .43 K <br />V=.OSK BASE SHEAR <br />PER COLUMN <br />UNITS "J" & "J-2" <br />100 �// LEVEL <br />LOAD PER COL. = Sx=� K=,zSK <br />z co� <br />P=.1 p�+ (.25Nx.75) =.28K <br />W=.1 p�+(.25LLx.67 ) _ .26 K <br />V= .03 K BASE SHEAR <br />PER COLUMN <br />.035 K <br />� <br />M <br />.027" <br />e <br />n <br />.014" <br />N <br />v <br />ro <br />.07 R <br />.036 K <br />� <br />N <br />.027 " <br />�n <br />N .018 � <br />'v <br />M .009 " <br />0 <br />n <br />M <br />.09 " <br />M - .OSKx48" =1.2'K <br />co� 2 <br />UNIT "K" <br />300 #/ LEVEL <br />LOAD PER COL. = Sx=3 K-.75 K <br />Z co�. <br />P=.1 0�+ (.75Kx.75)=.66K <br />W=' 10�+(.75P�x.6� _ .60 K <br />_ .03Kx24" K V-•��K BASE SHEAR <br />Mco�. 2 '4 ^ PER COLUMN <br />.6'" <br />.6 �" 1'" <br />1 �" 1.5'` <br />1.5�" ,p''� <br />0 <br />--I� .5 '� <br />�.35 C� .Z�K <br />M _ .07KxZ4" _.8'K <br />co� Z <br />